| Contract ID: | 120227 | Estimate Number: | 0003 | Contract No: | 810136 | |||
| Residency: | GUYMON (06200) | Estimate Type: | Progressive | Account No: | 434600 | |||
| Project Number(s): | CIRB-170C(140)RB | ||||||||||||
| Primary Job Piece No: | 25483(04) | ||||||||||||
| Contract Description: | GRADE, DRAIN, AND SURFACE COUNTY ROAD (NS-77): FROM 5.0 MILES NORTH OF US-64, EXTEND NORTH. PROJECT LENGTH = 5.307 MILES. | ||||||||||||
| Primary County: | TEXAS | ||||||||||||
| Name of Road: | COUNTY ROAD | ||||||||||||
| Prime Contractor: | J & R SAND COMPANY, INC. | ||||||||||||
| P. O. BOX 2436 | |||||||||||||
| LIBERAL , KS 67905-2436 | |||||||||||||
| Surety Company: | TRAVELERS INDEMNITY COMPANY | ||||||||||||
| Date Let: | 06/21/2012 | NTP Effective Date: | 10/01/2012 | Pay Period: | 12/01/2012 TO 12/15/2012 |
| Date Awarded: | 07/02/2012 | Date Work Began: | 10/01/2012 | Original Contract Time: | 120 |
| Date Contract Executed: | 07/17/2012 | Date Time Stopped: | Current Time Charged: | 75.00 | |
| Date NTP Issued: | 07/18/2012 | Completion Date: | Current Time Allowed: | 120.00 | |
| General Liability Expires: | 08/31/2013 | Workman's Comp Expires: | 08/31/2013 | Percent Time Used: | 62.50 % |
| Specification Year: | 2009 | Date Approved: | |||
| Current Contract Amount: | $3,294,980.95 | Total to Date | Prev to Date | This Estimate | |||
| Bid Amount: | $3,308,800.95 | Participating: | $0.00 | $0.00 | $0.00 | ||
| Percent Complete: | 77.19 % | Non Participating: | $2,587,072.76 | $1,544,326.57 | $1,042,746.19 | ||
| Funds Available: | $751,629.19 | Total Earnings: | $2,587,072.76 | $1,544,326.57 | $1,042,746.19 | ||
| Unearned Balance: | $765,449.19 | Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||
| Gross Earnings: | $2,587,072.76 | $1,544,326.57 | $1,042,746.19 | ||||
| Other Adjustments: | $-43,721.00 | $-17,461.61 | $-26,259.39 | ||||
| Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
| TOTAL: | $2,543,351.76 | $1,526,864.96 | $1,016,486.80 | ||||
| Contract ID: | 120227 | Estimate Number: | 0003 | Primary JP: | 25483(04) | |||
| CHANGE ORDER HISTORY | |||||
| Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
| 001 | Millings for TBSC | Approved | 12/11/2012 | 0.0 | $-13,820.00 |
| STOCKPILE PAYMENT HISTORY | |||||
| Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
| No material stockpiles have been created for this contract. | Subtotals For Stockpile Payments | $0.00 | |||
| LIQUIDATED DAMAGES HISTORY | |||||||||
| Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount | |||||
| No liquidated damages have been assessed on this contract. | Subtotals For Liquidated Damages | $ | |||||||
| CONTRACT ADJUSTMENTS HISTORY | ||
| Adjustment Description | Estimate Nbr | Adjustment Amount |
| No general contract adjustments have been created on this contract. | Subtotals For Contract Adjustments | $0.00 |
| LINE ITEM ADJUSTMENT HISTORY | |||||||
| Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
| 25483(04) | 0011 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0002 | 11,034.69 | $-1.04 | $-11,528.49 |
| 25483(04) | 0011 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * ROADWAY DENSITY | 0002 | 0.00 | $0.00 | $-2,708.40 |
| 25483(04) | 0011 | SUPERPAVE, TYPE S3(PG 64-22 OK) | * ROADWAY DENSITY | 0003 | 0.00 | $0.00 | $-16,072.80 |
| 25483(04) | 0011 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0003 | 6,652.95 | $-1.04 | $-6,950.67 |
| 25483(04) | 0012 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0002 | 2,700.77 | $-1.19 | $-3,224.72 |
| 25483(04) | 0012 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0003 | 2,710.15 | $-1.19 | $-3,235.92 | Subtotals For Line Item Adjustments | $-43,721.00 | * = User applied Line Item Adjustments |
| MILESTONE INFORMATION | |||||||||
| Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
| No milestones exist for this contract. | |||||||||
| MILESTONE ADJUSTMENTS | |||||||||
| Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total | ||||||
| No milestones adjustments exist for this contract. | Subtotals For Milestones | $ | |||||||
| Contract ID: | 120227 | Estimate Number: | 0003 | Primary JP: | 25483(04) | |||
| Line Item Number | Item Description | Item Number | Units | Bid Qty | Current Quantity | Quantity Paid This Est. | Quantity Paid To Date | Unit Price | Amount Paid This Est. | Amount Paid To Date |
| Fed/State Project Number: CIRB-170C(140)RB | Project: 25483(04) | Category: 0100/ROADWAY | ||||||||
| 0001 | EARTHWORK | 202(H) 0185 | LSUM | 1.000 | 1.000 | 0.292 | 0.500 | $30,000.00 | $8,760.00 | $15,000.00 |
| 0002 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 1,000.000 | 1,000.000 | 0.000 | $4.00 | $0.00 | $0.00 | |
| 0003 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 2,002.000 | 2,002.000 | 0.000 | $6.00 | $0.00 | $0.00 | |
| 0004 | SOLID SLAB SODDING | 230(A) 2806 | SY | 21,796.000 | 21,796.000 | 0.000 | $2.50 | $0.00 | $0.00 | |
| 0005 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 4.500 | 4.500 | 0.000 | $1,000.00 | $0.00 | $0.00 | |
| 0006 | CEMENTITIOUS STABILIZED SUBGRADE | 307(E) 4240 | SY | 80,956.000 | 80,956.000 | 28,022.220 | 80,752.990 | $6.00 | $168,133.32 | $484,517.94 |
| 0007 | PROCESSING EXISTING BASE & SURFACE, METHOD D | 311(D) 0154 | LF | 28,023.210 | 28,023.210 | 18,296.000 | 18,296.000 | $5.50 | $100,628.00 | $100,628.00 |
| 0008 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 691.000 | 0.000 | 0.000 | 0.000 | $45.00 | $0.00 | $0.00 |
| 0009 | TACK COAT | 407(B) 0250 | GAL | 6,359.000 | 6,359.000 | -2,962.500 | 0.000 | $2.15 | $-6,369.38 | $0.00 |
| 0010 | PRIME COAT | 408 5774 | GAL | 17,001.000 | 17,001.000 | 0.000 | $3.50 | $0.00 | $0.00 | |
| 0011 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 18,378.000 | 18,378.000 | 6,652.950 | 17,687.640 | $74.00 | $492,318.30 | $1,308,885.36 |
| 0012 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 9,078.000 | 9,078.000 | 2,710.150 | 5,410.920 | $88.00 | $238,493.20 | $476,160.96 |
| 0013 | TUBULAR METAL TRAFFIC RAIL | 504 6143 | LF | 150.000 | 150.000 | 0.000 | $87.50 | $0.00 | $0.00 | |
| 0014 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 112.000 | 112.000 | 56.000 | 112.000 | $51.00 | $2,856.00 | $5,712.00 |
| 0015 | 42" R.C.PIPE CLASS III | 613(A) 0495 | LF | 77.000 | 77.000 | 76.000 | $101.00 | $0.00 | $7,676.00 | |
| 0016 | 36" X 22" R.C.PIPE ARCH CLASS A-III | 613(A) 4497 | LF | 168.000 | 168.000 | 56.000 | 168.000 | $74.00 | $4,144.00 | $12,432.00 |
| 0017 | 18" CORR. GALV. STEEL PIPE | 613(B) 0689 | LF | 432.000 | 432.000 | 382.000 | 382.000 | $23.00 | $8,786.00 | $8,786.00 |
| 0018 | 24" CORR. GALV. STEEL PIPE | 613(B) 0690 | LF | 110.000 | 110.000 | 174.000 | 174.000 | $31.00 | $5,394.00 | $5,394.00 |
| 0019 | 21" X 15" CORR. GALV. STEEL PIPE ARCH | 613(B) 4527 | LF | 114.000 | 114.000 | 114.000 | 114.000 | $24.00 | $2,736.00 | $2,736.00 |
| 0020 | 28" X 20" CORR. GALV. STEEL PIPE ARCH | 613(B) 4528 | LF | 62.000 | 62.000 | 62.000 | 62.000 | $31.00 | $1,922.00 | $1,922.00 |
| 0021 | 35" X 24" CORR. GALV. STEEL PIPE ARCH | 613(B) 4529 | LF | 54.000 | 54.000 | 54.000 | 54.000 | $40.00 | $2,160.00 | $2,160.00 |
| 0022 | TYPE A4 CULVERT END TREATMENT | 613(M) 7186 | EA | 18.000 | 18.000 | 0.000 | $950.00 | $0.00 | $0.00 | |
| 0023 | TYPE B4 CULVERT END TREATMENT | 613(M) 7187 | EA | 18.000 | 18.000 | 0.000 | $1,050.00 | $0.00 | $0.00 | |
| 0024 | TYPE D4 CULVERT END TREATMENT | 613(M) 7189 | EA | 2.000 | 2.000 | 0.000 | $1,850.00 | $0.00 | $0.00 | |
| 0025 | SAWING PAVEMENT | 619(C) 0924 | LF | 66.000 | 66.000 | 0.000 | $5.00 | $0.00 | $0.00 | |
| 0026 | BEAM GUARDRAIL W-BEAM SINGLE | 623(A) 0932 | LF | 300.000 | 300.000 | 0.000 | $15.50 | $0.00 | $0.00 | |
| 0027 | GUARDRAIL ANCHOR UNIT (TYPE B) | 623(F) 4447 | EA | 4.000 | 4.000 | 0.000 | $585.00 | $0.00 | $0.00 | |
| 0028 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 164.440 | 164.440 | 0.000 | $23.50 | $0.00 | $0.00 | |
| 0029 | TRAFFIC STRIPE(MULTI-POLYMER)(4" WIDE) | 856(A) 8530 | LF | 89,956.000 | 89,956.000 | 0.000 | $0.35 | $0.00 | $0.00 | |
| 0030 | CONSTRUCTION TRAFFIC CONTROL | 880(J) 8905 | LSUM | 1.000 | 1.000 | 0.293 | 0.500 | $14,250.00 | $4,175.25 | $7,125.00 |
| 8000 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 0.000 | 691.000 | 247.500 | 247.500 | $25.00 | $6,187.50 | $6,187.50 |
| Subtotals For Category 0100/ROADWAY | $1,040,324.19 | $2,445,322.76 | ||||||||
| Fed/State Project Number: CIRB-170C(140)RB | Project: 25483(04) | Category: 0600/STAKING | ||||||||
| 0031 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 0.250 | 0.750 | $5,000.00 | $1,250.00 | $3,750.00 |
| Subtotals For Category 0600/STAKING | $1,250.00 | $3,750.00 | ||||||||
| Fed/State Project Number: CIRB-170C(140)RB | Project: 25483(04) | Category: 0640/CONSTRUCTION | ||||||||
| 0032 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.293 | 0.500 | $4,000.00 | $1,172.00 | $2,000.00 |
| 0033 | MOBILIZATION | 641 1399 | LSUM | 1.000 | 1.000 | 1.000 | $136,000.00 | $0.00 | $136,000.00 | |
| Subtotals For Category 0640/CONSTRUCTION | $1,172.00 | $138,000.00 | ||||||||
| Subtotals For Project CIRB-170C(140)RB /25483(04) | $1,042,746.19 | $2,587,072.76 | ||||||||